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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0805 COHRON & SON, INC./A. M.
Contract ID:	1197X
Estimate Number:	0001
Pay Period End Date:	04.26.2003

Contract Location:
BELLWOOD NORTHWEST	Estimate Type:	PROG
Contractor:
COHRON & SON, INC./A. M.	Date Let:	02.06.2003
62180 GREAT RIVER RD	Date Awarded:	02.27.2003
PO BOX 479	Date Contract Executed:	03.17.2003
	Date Notice to Proceed:	03.17.2003
ATLANTIC IA 50022	Date Work Began:
Phone:	Date Physical Work Completed:
(712)243-2448	Date Accepted:
Escrow Agent:
Surety Co:
MERCHANTS BONDING COMPANY (MUTUAL)

Counties
BUTLER

Project Number		PCT			Fed State Project Number		Description
12197 000		0.000			BR-3030(1)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,576.00	$.00	$2,576.00
$302,044.15	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,576.00	$.00	$2,576.00
$302,044.15	Retainage	$-25.76	$.00	$-25.76
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
0.85%	Net Earnings	$2,550.24	$.00	$2,550.24
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$.00	$.00	$.00
	Bituminous Adj	$.00	$.00	$.00
	Autopay Adj	$.00	$.00	$.00
	Gasoline Adj	$.00	$.00	$.00
	Other Adj	$.00	$.00	$.00
	Price Adj	$.00	$.00	$.00
	Substandard Item Adj	$.00	$.00	$.00
	Asphalt Adj	$.00	$.00	$.00
	Diesel Fuel Adj	$.00	$.00	$.00
	Petrol Adj	$.00	$.00	$.00
	Total for Adjustments	$.00	$.00	$.00
	Payment	$2,550.24	$.00	$2,550.24
Project Manager			Div. Head/Dist. Eng.
Sidiqi, Abdul	04.28.2003		Sklenar, Michael J	05.02.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.02.2003
Controller Div. Processed
Burling, Laurie	05.02.2003

		Detailed breakdown of stockpiled materials
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 6 BRIDGE AT STA. 2+58
0001                          0001.10	1.90	1,416.000	2,690.40
BARRICADE, TYPE III	BDAY	1,416.000	2,690.40
		0.000	0.00
		0.000	0.00
0002                          0001.90	0.70	1,652.000	1,156.40
SIGN DAY	EACH	1,652.000	1,156.40
		0.000	0.00
		0.000	0.00
0003                          0001.98	0.65	708.000	460.20
CONTRACTOR FURNISHED SIGN	EACH	708.000	460.20
		0.000	0.00
		0.000	0.00
0004                          0030.60	28,000.00	1.000	28,000.00
MOBILIZATION	LS	1.000	28,000.00
		0.092	2,576.00
		0.092	2,576.00
0005                          1009.00	3,000.00	1.000	3,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,000.00
		0.000	0.00
		0.000	0.00
0006                          1011.00	3.50	119.000	416.50
WATER	kL	119.000	416.50
		0.000	0.00
		0.000	0.00
0007                          1030.00	5.25	1,769.000	9,287.25
EARTHWORK MEASURED IN EMBANKMENT	m3	1,769.000	9,287.25
		0.000	0.00
		0.000	0.00
0008                          2009.51	400.00	1.030	412.00
CRUSHED ROCK EMBEDMENT	StaM	1.030	412.00
		0.000	0.00
		0.000	0.00
0009                          2010.03	16.00	56.000	896.00
CRUSHED ROCK SURFACE COURSE	Mg	56.000	896.00
		0.000	0.00
		0.000	0.00
0010                          3050.15	210.00	103.400	21,714.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	103.400	21,714.00
		0.000	0.00
		0.000	0.00
0011                          3051.10	1.10	6,766.000	7,442.60
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	6,766.000	7,442.60
		0.000	0.00
		0.000	0.00
0012                          6000.10	4,000.00	1.000	4,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0013                          6000.11	4,000.00	1.000	4,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0014                          6001.50	10,000.00	1.000	10,000.00
BENT NO.1 EXCAVATION	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
0015                          6001.51	10,000.00	1.000	10,000.00
BENT NO.2 EXCAVATION	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
0016                          6010.22	425.00	147.200	62,560.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	147.200	62,560.00
		0.000	0.00
		0.000	0.00
0017                          6010.26	425.00	106.100	45,092.50
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	106.100	45,092.50
		0.000	0.00
		0.000	0.00
0018                          6040.00	12,500.00	1.000	12,500.00
REMOVE STRUCTURE	EACH	1.000	12,500.00
AT STA. 2+59		0.000	0.00
		0.000	0.00
0019                          6080.00	2.35	816.000	1,917.60
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	816.000	1,917.60
		0.000	0.00
		0.000	0.00
0020                          6105.02	30.00	345.000	10,350.00
ROCK RIPRAP, TYPE B	Mg	345.000	10,350.00
		0.000	0.00
		0.000	0.00
0021                          6131.50	1.10	18,161.000	19,977.10
EPOXY COATED REINFORCING STEEL	kg	18,161.000	19,977.10
		0.000	0.00
		0.000	0.00
0022                          6210.50	84.00	425.900	35,775.60
PIPE PILING	m	425.900	35,775.60
		0.000	0.00
		0.000	0.00
0023                          7020.00	1,148.00	4.000	4,592.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,592.00
		0.000	0.00
		0.000	0.00
0024                          7021.47	1,151.00	4.000	4,604.00
MELT	EACH	4.000	4,604.00
		0.000	0.00
		0.000	0.00
0025                          L006.00	1,200.00	1.000	1,200.00
COVER CROP SEEDING	ha	1.000	1,200.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 2+58		Contracted	302,044.15
		Current	302,044.15
		In place	2,576.00
		This Estimate	2,576.00
Totals for contract		Contracted	302,044.15
		Current	302,044.15
		In place	2,576.00
		This Estimate	2,576.00